|
The Division of Water Resources (DWR) provides the data contained within this
Local Water Supply Plan (LWSP) as a courtesy and service to our customers.
DWR staff does not field verify data. Neither DWR, nor any other party
involved in the preparation of this LWSP attests that the data is completely
free of errors and omissions. Furthermore, data users are cautioned that
LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent
review may result in significant revision. Questions regarding the accuracy
or limitations of usage of this data should be directed to the water system
and/or DWR.
1. System Information
Contact Information
Complete
| Water System Name: |
Bayleaf Master |
|
PWSID: |
03-92-373 |
| Mailing Address: | 202 Mackenan Court
Cary, NC 27511 | Ownership: | Business |
| |
| Contact Person: | Shannon Becker | Title: | President |
| Phone: | 919-467-8712 | Cell/Mobile: | -- |
| |
| Secondary Contact: | Brent Milliron | | Phone: | -- |
| Mailing Address: | 202 MacKenan Court
Cary, NC 27511 | Cell/Mobile: | -- |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Polyvinyl Chloride |
2 |
3.53 % |
| Polyvinyl Chloride |
3 |
1.82 % |
| Polyvinyl Chloride |
4 |
18.49 % |
| Polyvinyl Chloride |
8 |
16.81 % |
| Polyvinyl Chloride |
6 |
50.48 % |
| Polyvinyl Chloride |
10 |
2.52 % |
| Polyvinyl Chloride |
12 |
6.35 % |
Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
|---|
| Neuse River (10-1) | 100 % |
|
| County(s) | % of Service Population |
|---|
| Wake | 100 % |
|
Water Use by Type
| Type of Use |
Metered
Connections |
Metered
Average Use (MGD) |
Non-Metered
Connections |
Non-Metered
Estimated Use (MGD) |
| Residential |
6,637 |
1.4160 |
0 |
0.0000 |
| Commercial |
467 |
0.0854 |
0 |
0.0000 |
| Industrial |
0 |
0.0000 |
0 |
0.0000 |
| Institutional |
0 |
0.0000 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0392 MGD
3. Water Supply Sources
Monthly Withdrawals & Purchases
|
Average Daily
Use (MGD) |
Max Day
Use (MGD) |
|
Average Daily
Use (MGD) |
Max Day
Use (MGD) |
|
Average Daily
Use (MGD) |
Max Day
Use (MGD) |
| Jan |
1.2755 |
1.5091 |
May |
1.6570 |
1.9338 |
Sep |
2.0077 |
2.4320 |
| Feb |
1.2105 |
1.3399 |
Jun |
2.1790 |
2.5842 |
Oct |
1.9962 |
2.4671 |
| Mar |
1.3267 |
1.9300 |
Jul |
2.2409 |
2.5346 |
Nov |
1.4212 |
1.7818 |
| Apr |
1.3170 |
1.4942 |
Aug |
2.3207 |
2.7503 |
Dec |
1.0787 |
1.8630 |
Ground Water Sources
| Name or Number |
Average Daily Withdrawal (MGD) |
Max Day Withdrawal (MGD) |
12-Hour Supply
(MGD) |
CUA Reduction |
Year Offline |
Use Type |
| MGD |
Days Used |
| Adams Mountain 1 |
0.0026 |
365 |
|
0.0440 |
|
|
Regular |
| Adams Mountain 2 |
0.0121 |
365 |
|
0.0560 |
|
|
Regular |
| Adams Mountain 3 |
0.0064 |
331 |
|
0.0130 |
|
|
Regular |
| Avalaire #8 P1G |
0.0151 |
365 |
|
0.0300 |
|
|
Regular |
| Banbury Woods 01 P35 |
0.0192 |
365 |
|
0.0290 |
|
|
Regular |
| Barton Creek Bluffs 01 P64 |
0.0058 |
299 |
|
0.0200 |
|
|
Regular |
| Barton Creek Bluffs 06 P65 |
0.0023 |
365 |
|
0.0570 |
|
|
Regular |
| Barton Creek Bluffs 07 P66 |
0.0080 |
365 |
|
0.0120 |
|
|
Regular |
| Barton Creek Bluffs 08 P8B |
0.0050 |
365 |
|
0.0120 |
|
|
Regular |
| Barton Creek Bluffs 10 P67 |
0.0064 |
365 |
|
0.0110 |
|
|
Regular |
| Barton Creek Bluffs 12 P9B |
0.0200 |
365 |
|
0.0310 |
|
|
Regular |
| Barton Creek Bluffs 15 P1C |
0.0118 |
330 |
|
0.0210 |
|
|
Regular |
| Barton Creek Overlook 1 P68 |
0.0174 |
365 |
|
0.0270 |
|
|
Regular |
| Barton Creek Overlook 2 P69 |
0.0065 |
365 |
|
0.0160 |
|
|
Regular |
| Bayleaf Farms 01 P54 |
0.0233 |
359 |
|
0.0840 |
|
|
Regular |
| Baytree 1 P03 |
0.0099 |
348 |
|
0.0210 |
|
|
Regular |
| Boulder Creek 2 P70 |
0.0181 |
365 |
|
0.0240 |
|
|
Regular |
| Boulder Creek 5 P71 |
0.0127 |
365 |
|
0.0100 |
|
|
Regular |
| Bridgepoint - Stone Creek 07 |
0.0068 |
249 |
|
0.0130 |
|
|
Regular |
| Bridgepoint Stone Creek 06 P31 |
0.0079 |
350 |
|
0.0200 |
|
|
Regular |
| Bridgepoint Stone Creek 08 P33 |
0.0269 |
365 |
|
0.0790 |
|
|
Regular |
| Brinleys Cove W-1 P1F |
0.0337 |
365 |
|
0.0070 |
|
|
Regular |
| Buckingham Manor 3 P58 |
0.0102 |
311 |
|
0.0140 |
|
|
Regular |
| Byrum Woods 2 P2B |
0.0159 |
365 |
|
0.0190 |
|
|
Regular |
| Byrum Woods 3 P73 |
0.0069 |
315 |
|
0.0090 |
|
|
Regular |
| Carlyle Manor 1 P49 |
0.0102 |
365 |
|
0.0530 |
|
|
Regular |
| Carlyle Manor 4A P3B |
0.0156 |
365 |
|
0.0120 |
|
|
Regular |
| Carlyle Manor 6 P60 |
0.0245 |
365 |
|
0.0570 |
|
|
Regular |
| Carlyle Manor 7 |
0.0420 |
365 |
|
0.0130 |
|
|
Regular |
| Carmel Forest 1 P04 |
0.0076 |
365 |
|
0.0280 |
|
|
Regular |
| Chatsworth 2 P43 |
0.0079 |
341 |
|
0.0200 |
|
|
Regular |
| Chatsworth 5 P46 |
0.0200 |
204 |
|
0.0100 |
|
|
Regular |
| Chatsworth 6 P52 |
0.0071 |
365 |
|
0.0200 |
|
|
Regular |
| Chatsworth 7 P9A |
0.0336 |
365 |
|
0.0120 |
|
|
Regular |
| Chestnut Oaks at Barton 2 P74 |
0.0315 |
365 |
|
0.0760 |
|
|
Regular |
| Coachmans Trail 01 P06 |
0.0144 |
365 |
|
0.0490 |
|
|
Regular |
| Coachmans Trail 2 P07 |
0.0202 |
365 |
|
0.0180 |
|
|
Regular |
| Coachmans Trail 3 P08 |
0.0370 |
365 |
|
0.0690 |
|
|
Regular |
| Coachmen Well #4 P09B |
0.0170 |
358 |
|
0.4320 |
|
|
Regular |
| Creedmore Village 14 P2C |
0.0164 |
247 |
|
0.0080 |
|
|
Regular |
| Crossgate 01 P05 |
0.0094 |
365 |
|
0.0140 |
|
|
Regular |
| Crossgate 3 P36 |
0.0112 |
365 |
|
0.0320 |
|
|
Regular |
| Devon 1 P56 |
0.0356 |
358 |
|
0.0720 |
|
|
Regular |
| Devon 3 P57 |
0.0250 |
352 |
|
0.2520 |
|
|
Regular |
| Enclave of Barton Crk 14 P7A |
0.0073 |
365 |
|
0.0080 |
|
|
Regular |
| Enclave of Barton Crk 18 P75 |
0.0113 |
349 |
|
0.0120 |
|
|
Regular |
| Ethans Glen 1 P96 |
0.0055 |
361 |
|
0.0070 |
|
|
Regular |
| Ethans Glen 10 |
0.0003 |
17 |
|
0.0100 |
|
|
Regular |
| Ethans Glen 15 P96 |
0.0000 |
0 |
|
0.0220 |
|
|
Regular |
| Ethans Glen 17 P5A |
0.0041 |
300 |
|
0.0040 |
|
|
Regular |
| Ethans Glen 18 |
0.0035 |
347 |
|
0.0070 |
|
|
Regular |
| Ethans Glen 19 |
0.0076 |
359 |
|
0.0130 |
|
|
Regular |
| Ethans Glen 20 |
0.0040 |
359 |
|
0.0080 |
|
|
Regular |
| Ethans Glen 21 P98 |
0.0039 |
365 |
|
0.0070 |
|
|
Regular |
| Ethans Glen 22 P99 |
0.0417 |
365 |
|
0.0780 |
|
|
Regular |
| Faircroft Well #2 P61 |
0.0002 |
44 |
|
0.0560 |
|
|
Regular |
| Forestbrook 01 P10 |
0.0141 |
365 |
|
0.0190 |
|
|
Regular |
| George Grant-Well 1 P7B |
0.0285 |
365 |
|
0.0750 |
|
|
Regular |
| Georges Grant Well #2 P1E |
0.0263 |
365 |
|
0.0430 |
|
|
Regular |
| Hawthorne 1 P76 |
0.0000 |
0 |
|
0.0180 |
|
|
Regular |
| Hawthorne 3 P77 |
0.0075 |
365 |
|
0.0130 |
|
|
Regular |
| Hawthorne 4 P77 |
0.0170 |
365 |
|
0.0700 |
|
|
Regular |
| Hawthorne 5 P79 |
0.0071 |
336 |
|
0.0100 |
|
|
Regular |
| Hawthorne 6 P80 |
0.0399 |
365 |
|
0.0570 |
|
|
Regular |
| Hawthorne 7 P77 |
0.0064 |
365 |
|
0.0120 |
|
|
Regular |
| Hawthorne 8 P81 |
0.0069 |
365 |
|
0.0470 |
|
|
Regular |
| Heritage Point 01 P26 |
0.0078 |
365 |
|
0.0580 |
|
|
Regular |
| Hunters Landing 01 P1B |
0.0102 |
365 |
|
0.0290 |
|
|
Regular |
| Hunters Landing 2 P47 |
0.0049 |
344 |
|
0.0120 |
|
|
Regular |
| Hunters Landing 3 -P48 |
0.0069 |
365 |
|
0.0120 |
|
|
Regular |
| Martindale 3 P19 |
0.0072 |
365 |
|
0.0430 |
|
|
Regular |
| Mt Vernon Crossing - Well 4 P9 |
0.0354 |
365 |
|
0.1000 |
|
|
Regular |
| MT Vernon Well 2 -P9F |
0.0102 |
365 |
|
0.0500 |
|
|
Regular |
| Mt Vernon Well 5 P9E |
0.0100 |
365 |
|
0.5000 |
|
|
Regular |
| Normandy Glen Well #1 P6C |
0.0100 |
330 |
|
0.0150 |
|
|
Regular |
| Norwood Crest 01 P59 |
0.0031 |
365 |
|
0.0070 |
|
|
Regular |
| Olde Creedmoor 3 P82 |
0.0059 |
365 |
|
0.0080 |
|
|
Regular |
| Olde Creedmoor 4 P83 |
0.0134 |
365 |
|
0.0120 |
|
|
Regular |
| Olde Creedmoor 5 P84 |
0.0069 |
365 |
|
0.0100 |
|
|
Regular |
| Papillion - Well 3 P9H |
0.0232 |
365 |
|
0.5000 |
|
|
Regular |
| Papillon-Well-2 |
0.0067 |
365 |
|
0.5000 |
|
|
Regular |
| Park Ridge 01 P27 |
0.0057 |
356 |
|
0.0100 |
|
|
Regular |
| Parker Falls North- Well-1 P9C |
0.0121 |
365 |
|
0.2500 |
|
|
Regular |
| Parker Falls North- Well-2 |
0.0000 |
0 |
|
0.1000 |
|
|
Regular |
| Parker Falls Well-1 P01 |
0.0099 |
345 |
|
0.5000 |
|
|
Regular |
| Raven Creek 01 P13 |
0.0109 |
365 |
|
0.0430 |
|
|
Regular |
| Raven Creek 2 P14 |
0.0074 |
365 |
|
0.0180 |
|
|
Regular |
| Ravenridge 2a R2A |
0.0000 |
0 |
|
0.0000 |
|
|
Regular |
| Ravenridge 2b R2B |
0.0000 |
0 |
|
0.0000 |
|
|
Regular |
| Ravens Creek #6 |
0.0000 |
0 |
|
0.0200 |
|
|
Regular |
| Ravenwood Well #1 P1A |
0.0006 |
7 |
|
0.0250 |
|
|
Regular |
| Rose Hall 2 P6A |
0.0059 |
365 |
|
0.0350 |
|
|
Regular |
| Seville Well #1 P4B |
0.0138 |
304 |
|
0.0420 |
|
|
Regular |
| Shannon Woods 04 |
0.0224 |
128 |
|
0.0550 |
|
|
Regular |
| Sheffield Estates 7 P42 |
0.0081 |
365 |
|
0.0130 |
|
|
Regular |
| Sheffield Manor 01 P38 |
0.0108 |
365 |
|
0.0220 |
|
|
Regular |
| Sheffield Manor 2 P39 |
0.0000 |
10 |
|
0.0060 |
|
|
Regular |
| Sheffield Manor 3 P40 |
0.0335 |
365 |
|
0.0200 |
|
|
Regular |
| Sheffield Place 9 P45 |
0.0271 |
294 |
|
0.0460 |
|
|
Regular |
| Somerset Well #1 P4A |
0.0199 |
365 |
|
0.0320 |
|
|
Regular |
| Southern Hills Well 2 P1H |
0.0085 |
355 |
|
0.0300 |
|
|
Regular |
| Still Creek Run Well #6 |
0.0199 |
0 |
|
0.0320 |
|
|
Regular |
| Stone Creek - 18 P30 |
0.0200 |
357 |
|
0.2520 |
|
|
Regular |
| Stonebridge I-II 14 P37 |
0.0077 |
365 |
|
0.0260 |
|
|
Regular |
| Stonebridge I-II 15 P55 |
0.0148 |
317 |
|
0.0580 |
|
|
Regular |
| Stonebridge I-II 17 P62 |
0.0386 |
297 |
|
0.0880 |
|
|
Regular |
| Stonebridge I-II 2 P23 |
0.0209 |
365 |
|
0.0820 |
|
|
Regular |
| Stonebridge I-II 3 P24 |
0.0118 |
365 |
|
0.0200 |
|
|
Regular |
| Stonebridge I-II 4 P6B |
0.0079 |
247 |
|
0.0120 |
|
|
Regular |
| Stonebridge I-II 5 P25 |
0.0102 |
256 |
|
0.0660 |
|
|
Regular |
| Sutton Estates 01 P15 |
0.0121 |
365 |
|
0.0240 |
|
|
Regular |
| Swans Mill 01 P16 |
0.0342 |
357 |
|
0.0580 |
|
|
Regular |
| Swans Mill 2 P18 |
0.0081 |
358 |
|
0.0140 |
|
|
Regular |
| Swans Mill 3 P21 |
0.0323 |
365 |
|
0.0830 |
|
|
Regular |
| Swans Mill 4 P53 |
0.0328 |
365 |
|
0.0700 |
|
|
Regular |
| The Barony 5 P63 |
0.0303 |
365 |
|
0.0100 |
|
|
Regular |
| The Reserve Falls Lake #3 P1J |
0.0052 |
365 |
|
0.0010 |
|
|
Regular |
| Timberline North 01 P17 |
0.0083 |
284 |
|
0.0300 |
|
|
Regular |
| Woods of Tiffany 9 P34 |
0.0214 |
365 |
|
0.0720 |
|
|
Regular |
| Woodvalley 1 P85 |
0.0054 |
365 |
|
0.0360 |
|
|
Regular |
| Woodvalley 11 P93 |
0.0000 |
7 |
|
0.0210 |
|
|
Regular |
| Woodvalley 12 P94 |
0.0083 |
365 |
|
0.0310 |
|
|
Regular |
| Woodvalley 13 P95 |
0.0095 |
360 |
|
0.0220 |
|
|
Regular |
| Woodvalley 2 P86 |
0.0063 |
365 |
|
0.0100 |
|
|
Regular |
| Woodvalley 4 P87 |
0.0077 |
365 |
|
0.0430 |
|
|
Regular |
| Woodvalley 5 P88 |
0.0103 |
363 |
|
0.0100 |
|
|
Regular |
| Woodvalley 6 P89 |
0.0031 |
337 |
|
0.0050 |
|
|
Regular |
| Woodvalley 7 P90 |
0.0162 |
365 |
|
0.0130 |
|
|
Regular |
| Woodvalley 8 P91 |
0.0175 |
360 |
|
0.0710 |
|
|
Regular |
| Woodvalley 9 P92 |
0.0137 |
359 |
|
0.0270 |
|
|
Regular |
Ground Water Sources (continued)
| Name or Number |
Well Depth (Feet) |
Casing Depth
(Feet) |
Screen Depth (Feet) |
Well Diameter (Inches) |
Pump Intake Depth (Feet) |
Metered? |
| Top |
Bottom |
| Adams Mountain 1 |
692 |
|
|
|
6 |
210 |
Yes |
| Adams Mountain 2 |
536 |
85 |
|
|
6 |
315 |
Yes |
| Adams Mountain 3 |
680 |
130 |
|
|
6 |
231 |
Yes |
| Avalaire #8 P1G |
|
|
|
|
|
|
Yes |
| Banbury Woods 01 P35 |
618 |
52 |
|
|
6 |
231 |
Yes |
| Barton Creek Bluffs 01 P64 |
505 |
23 |
|
|
6 |
273 |
Yes |
| Barton Creek Bluffs 06 P65 |
505 |
80 |
|
|
6 |
231 |
Yes |
| Barton Creek Bluffs 07 P66 |
650 |
108 |
|
|
6 |
315 |
Yes |
| Barton Creek Bluffs 08 P8B |
784 |
130 |
40 |
|
6 |
315 |
Yes |
| Barton Creek Bluffs 10 P67 |
765 |
80 |
|
|
6 |
315 |
Yes |
| Barton Creek Bluffs 12 P9B |
680 |
87 |
|
|
6 |
273 |
Yes |
| Barton Creek Bluffs 15 P1C |
705 |
74 |
|
|
6 |
231 |
Yes |
| Barton Creek Overlook 1 P68 |
267 |
|
|
|
6 |
189 |
Yes |
| Barton Creek Overlook 2 P69 |
407 |
23 |
|
|
6 |
231 |
Yes |
| Bayleaf Farms 01 P54 |
666 |
67 |
|
|
6 |
252 |
Yes |
| Baytree 1 P03 |
400 |
28 |
|
|
6 |
273 |
Yes |
| Boulder Creek 2 P70 |
505 |
84 |
|
|
6 |
210 |
Yes |
| Boulder Creek 5 P71 |
385 |
78 |
|
|
6 |
105 |
Yes |
| Bridgepoint - Stone Creek 07 |
375 |
48 |
|
|
6 |
357 |
Yes |
| Bridgepoint Stone Creek 06 P31 |
692 |
69 |
|
|
6 |
357 |
Yes |
| Bridgepoint Stone Creek 08 P33 |
705 |
42 |
|
|
8 |
210 |
Yes |
| Brinleys Cove W-1 P1F |
705 |
|
|
|
|
252 |
Yes |
| Buckingham Manor 3 P58 |
605 |
83 |
|
|
6 |
378 |
Yes |
| Byrum Woods 2 P2B |
410 |
|
|
|
6 |
336 |
Yes |
| Byrum Woods 3 P73 |
713 |
65 |
|
|
6 |
399 |
Yes |
| Carlyle Manor 1 P49 |
605 |
61 |
|
|
6 |
378 |
Yes |
| Carlyle Manor 4A P3B |
623 |
78 |
|
|
6 |
378 |
Yes |
| Carlyle Manor 6 P60 |
565 |
|
|
|
6 |
378 |
Yes |
| Carlyle Manor 7 |
625 |
|
|
|
|
336 |
Yes |
| Carmel Forest 1 P04 |
600 |
44 |
|
|
6 |
273 |
Yes |
| Chatsworth 2 P43 |
705 |
122 |
|
|
6 |
273 |
Yes |
| Chatsworth 5 P46 |
465 |
123 |
|
|
6 |
357 |
Yes |
| Chatsworth 6 P52 |
805 |
|
|
|
6 |
357 |
Yes |
| Chatsworth 7 P9A |
780 |
130 |
|
|
8 |
463 |
Yes |
| Chestnut Oaks at Barton 2 P74 |
605 |
94 |
|
|
6 |
84 |
Yes |
| Coachmans Trail 01 P06 |
142 |
|
|
|
6 |
105 |
Yes |
| Coachmans Trail 2 P07 |
347 |
58 |
|
|
6 |
294 |
Yes |
| Coachmans Trail 3 P08 |
605 |
50 |
|
|
6 |
273 |
Yes |
| Coachmen Well #4 P09B |
|
|
|
|
|
|
Yes |
| Creedmore Village 14 P2C |
|
|
|
|
|
|
Yes |
| Crossgate 01 P05 |
410 |
60 |
|
|
6 |
275 |
Yes |
| Crossgate 3 P36 |
505 |
83 |
|
|
6 |
336 |
Yes |
| Devon 1 P56 |
497 |
69 |
|
|
6 |
336 |
Yes |
| Devon 3 P57 |
372 |
77 |
|
|
6 |
336 |
Yes |
| Enclave of Barton Crk 14 P7A |
805 |
83 |
|
|
6 |
84 |
Yes |
| Enclave of Barton Crk 18 P75 |
360 |
128 |
|
|
6 |
252 |
Yes |
| Ethans Glen 1 P96 |
805 |
89 |
|
|
6 |
441 |
Yes |
| Ethans Glen 10 |
865 |
78 |
|
|
6 |
|
Yes |
| Ethans Glen 15 P96 |
985 |
70 |
|
|
6 |
483 |
Yes |
| Ethans Glen 17 P5A |
757 |
66 |
|
|
6 |
462 |
Yes |
| Ethans Glen 18 |
805 |
63 |
|
|
6 |
462 |
Yes |
| Ethans Glen 19 |
905 |
125 |
|
|
6 |
651 |
Yes |
| Ethans Glen 20 |
905 |
125 |
|
|
6 |
378 |
Yes |
| Ethans Glen 21 P98 |
|
|
|
|
6 |
399 |
Yes |
| Ethans Glen 22 P99 |
725 |
82 |
|
|
6 |
399 |
Yes |
| Faircroft Well #2 P61 |
680 |
83 |
|
|
6 |
420 |
Yes |
| Forestbrook 01 P10 |
360 |
84 |
|
|
6 |
231 |
Yes |
| George Grant-Well 1 P7B |
675 |
80 |
|
|
6 |
252 |
Yes |
| Georges Grant Well #2 P1E |
|
|
|
|
|
|
Yes |
| Hawthorne 1 P76 |
400 |
|
|
|
6 |
252 |
Yes |
| Hawthorne 3 P77 |
486 |
|
|
|
6 |
399 |
Yes |
| Hawthorne 4 P77 |
415 |
|
|
|
6 |
378 |
Yes |
| Hawthorne 5 P79 |
605 |
|
|
|
6 |
315 |
Yes |
| Hawthorne 6 P80 |
470 |
52 |
|
|
6 |
210 |
Yes |
| Hawthorne 7 P77 |
610 |
46 |
|
|
6 |
105 |
Yes |
| Hawthorne 8 P81 |
645 |
107 |
|
|
6 |
189 |
Yes |
| Heritage Point 01 P26 |
495 |
|
|
|
6 |
420 |
Yes |
| Hunters Landing 01 P1B |
414 |
|
|
|
6 |
294 |
Yes |
| Hunters Landing 2 P47 |
515 |
46 |
|
|
6 |
336 |
Yes |
| Hunters Landing 3 -P48 |
354 |
61 |
|
|
6 |
252 |
Yes |
| Martindale 3 P19 |
650 |
72 |
|
|
6 |
441 |
Yes |
| Mt Vernon Crossing - Well 4 P9 |
|
|
|
|
|
|
Yes |
| MT Vernon Well 2 -P9F |
|
|
|
|
|
|
Yes |
| Mt Vernon Well 5 P9E |
|
|
|
|
|
|
Yes |
| Normandy Glen Well #1 P6C |
803 |
|
|
|
|
378 |
Yes |
| Norwood Crest 01 P59 |
700 |
83 |
|
|
6 |
252 |
Yes |
| Olde Creedmoor 3 P82 |
600 |
102 |
|
|
6 |
210 |
Yes |
| Olde Creedmoor 4 P83 |
645 |
90 |
|
|
6 |
210 |
Yes |
| Olde Creedmoor 5 P84 |
805 |
84 |
|
|
6 |
441 |
Yes |
| Papillion - Well 3 P9H |
|
|
|
|
|
|
Yes |
| Papillon-Well-2 |
|
|
|
|
|
|
Yes |
| Park Ridge 01 P27 |
480 |
|
|
|
6 |
231 |
Yes |
| Parker Falls North- Well-1 P9C |
|
|
|
|
|
|
Yes |
| Parker Falls North- Well-2 |
|
|
|
|
|
|
Yes |
| Parker Falls Well-1 P01 |
|
|
|
|
|
|
Yes |
| Raven Creek 01 P13 |
400 |
42 |
|
|
6 |
210 |
Yes |
| Raven Creek 2 P14 |
555 |
32 |
|
|
6 |
231 |
Yes |
| Ravenridge 2a R2A |
380 |
55 |
|
|
6 |
273 |
Yes |
| Ravenridge 2b R2B |
560 |
55 |
|
|
6 |
462 |
Yes |
| Ravens Creek #6 |
|
|
|
|
|
|
Yes |
| Ravenwood Well #1 P1A |
435 |
48 |
|
|
6 |
336 |
Yes |
| Rose Hall 2 P6A |
350 |
|
|
|
6 |
273 |
Yes |
| Seville Well #1 P4B |
500 |
79 |
|
|
6 |
84 |
Yes |
| Shannon Woods 04 |
330 |
|
|
|
6 |
273 |
Yes |
| Sheffield Estates 7 P42 |
565 |
88 |
|
|
6 |
189 |
Yes |
| Sheffield Manor 01 P38 |
325 |
84 |
|
|
6 |
210 |
Yes |
| Sheffield Manor 2 P39 |
395 |
42 |
|
|
6 |
315 |
Yes |
| Sheffield Manor 3 P40 |
220 |
62 |
|
|
6 |
189 |
Yes |
| Sheffield Place 9 P45 |
765 |
82 |
|
|
6 |
273 |
Yes |
| Somerset Well #1 P4A |
400 |
|
|
|
6 |
147 |
Yes |
| Southern Hills Well 2 P1H |
|
|
|
|
|
|
Yes |
| Still Creek Run Well #6 |
805 |
78 |
|
|
6 |
441 |
Yes |
| Stone Creek - 18 P30 |
525 |
60 |
|
|
8 |
126 |
Yes |
| Stonebridge I-II 14 P37 |
705 |
106 |
|
|
6 |
252 |
Yes |
| Stonebridge I-II 15 P55 |
705 |
70 |
|
|
6 |
273 |
Yes |
| Stonebridge I-II 17 P62 |
425 |
101 |
|
|
6 |
294 |
Yes |
| Stonebridge I-II 2 P23 |
385 |
27 |
|
|
6 |
147 |
Yes |
| Stonebridge I-II 3 P24 |
498 |
49 |
|
|
6 |
399 |
Yes |
| Stonebridge I-II 4 P6B |
700 |
|
|
|
6 |
294 |
Yes |
| Stonebridge I-II 5 P25 |
765 |
|
|
|
6 |
315 |
Yes |
| Sutton Estates 01 P15 |
500 |
86 |
|
|
6 |
294 |
Yes |
| Swans Mill 01 P16 |
472 |
32 |
|
|
6 |
210 |
Yes |
| Swans Mill 2 P18 |
549 |
84 |
|
|
6 |
273 |
Yes |
| Swans Mill 3 P21 |
400 |
88 |
|
|
6 |
252 |
Yes |
| Swans Mill 4 P53 |
380 |
64 |
|
|
6 |
315 |
Yes |
| The Barony 5 P63 |
425 |
|
|
|
6 |
231 |
Yes |
| The Reserve Falls Lake #3 P1J |
|
|
|
|
|
|
Yes |
| Timberline North 01 P17 |
360 |
50 |
|
|
6 |
252 |
Yes |
| Woods of Tiffany 9 P34 |
420 |
21 |
|
|
6 |
294 |
Yes |
| Woodvalley 1 P85 |
425 |
|
|
|
6 |
252 |
Yes |
| Woodvalley 11 P93 |
365 |
|
|
|
6 |
335 |
Yes |
| Woodvalley 12 P94 |
660 |
64 |
|
|
6 |
63 |
Yes |
| Woodvalley 13 P95 |
660 |
64 |
|
|
6 |
147 |
Yes |
| Woodvalley 2 P86 |
347 |
63 |
|
|
6 |
294 |
Yes |
| Woodvalley 4 P87 |
305 |
|
|
|
6 |
252 |
Yes |
| Woodvalley 5 P88 |
292 |
63 |
|
|
6 |
292 |
Yes |
| Woodvalley 6 P89 |
332 |
63 |
|
|
6 |
294 |
Yes |
| Woodvalley 7 P90 |
539 |
42 |
|
|
6 |
420 |
Yes |
| Woodvalley 8 P91 |
380 |
39 |
|
|
6 |
315 |
Yes |
| Woodvalley 9 P92 |
650 |
31 |
|
|
6 |
273 |
Yes |
4. Wastewater Information
Monthly Discharges
|
Average Daily
Discharge (MGD) |
|
Average Daily
Discharge (MGD) |
|
Average Daily
Discharge (MGD) |
| Jan |
0.1350 |
May |
0.1051 |
Sep |
0.1332 |
| Feb |
0.1211 |
Jun |
0.1120 |
Oct |
0.1128 |
| Mar |
0.1469 |
Jul |
0.1012 |
Nov |
0.1135 |
| Apr |
0.1184 |
Aug |
0.1162 |
Dec |
0.1393 |
We are currently at 50% design capacity at the Hawthorne Wastewater facility. Wastewater Permits
| Permit Number |
Type |
Permitted Capacity
(MGD) |
Design Capacity
(MGD) |
Average Annual
Daily Discharge
(MGD) |
Maximum Day Discharge
(MGD) |
Receiving Stream |
Receiving Basin |
| NC0049662 |
WWTP |
0.2500 |
0.2500 |
0.1212 |
1.4000 |
Upper Barton Creek |
Neuse River (10-1) |
5. Planning
Projections
| |
2023 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Year-Round Population |
15,585 |
16,000 |
16,000 |
16,000 |
16,000 |
16,000 |
| Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
| |
| Residential |
1.4160 |
1.5000 |
1.5000 |
1.5000 |
1.5000 |
1.5000 |
| Commercial |
0.0854 |
0.1000 |
0.1000 |
0.1000 |
0.1000 |
0.1000 |
| Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Institutional |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| System Process |
0.0392 |
0.0400 |
0.0400 |
0.0400 |
0.0400 |
0.0400 |
| Unaccounted-for |
0.1011 |
0.1076 |
0.1076 |
0.1076 |
0.1076 |
0.1076 |
Demand v/s Percent of Supply
| |
2023 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Surface Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Ground Water Supply |
6.9320 |
6.9320 |
6.9320 |
6.9320 |
6.9320 |
6.9320 |
| Purchases |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
6.9320 |
6.9320 |
6.9320 |
6.9320 |
6.9320 |
6.9320 |
| Service Area Demand |
1.6417 |
1.7476 |
1.7476 |
1.7476 |
1.7476 |
1.7476 |
| Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
1.6417 |
1.7476 |
1.7476 |
1.7476 |
1.7476 |
1.7476 |
| Demand as Percent of Supply |
24% |
25% |
25% |
25% |
25% |
25% |
The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per capita water demand based on a methodology that produces different results may submit their information in the notes field.
Your long-term water demand is 91 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these practices are covered elsewhere in your plan, indicate where the practices are discussed here.
Are there other demand management practices you will implement to reduce your future supply needs?
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?
How does the water system intend to implement the demand management and supply planning components above?
Additional Information
Has this system participated in regional water supply or water use planning? No
What major water supply reports or studies were used for planning?
Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment, etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial, permitting, and compliance issues:
The Division of Water Resources (DWR) provides the data contained within this
Local Water Supply Plan (LWSP) as a courtesy and service to our customers.
DWR staff does not field verify data. Neither DWR, nor any other party
involved in the preparation of this LWSP attests that the data is completely
free of errors and omissions. Furthermore, data users are cautioned that
LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent
review may result in significant revision. Questions regarding the accuracy
or limitations of usage of this data should be directed to the water system
and/or DWR.
|